the time taken by the water to travel through the aquifer
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- Given data: Depth of Clay layer =4Depth of Sand layer=2unit weight of clay kN/m3=23unit weight of sand kN/m3 =21Ø in both layers=30C´= 0A fully penetrating well in a 28.0-in thick artesian aquifer pumps at a rate of 0.00380 m3 ・ s−1 for 1941 days (assume to be sufficient to obtain steady state conditions) and causes a drawdown of 64.05 m at an observation well 48.00 m from the pumping well. How much drawdown will occur at an observation well 68.00 m away? The original piezometric surface was 94.05 m above the bottom confining layer. The aquifer material is sandstone. Report your answer to two decimal places.A dense silt layer has the following properties: void ratio = 0.75, specific gravity = 2.59. Free ground water is 9.49 m. below the ground. Capillary action rise will reach 6.69 meters. The soil above capilary action rise is dry while within the zone, it is saturated at 50.02%. Determine the effective pressure (in kPa) at a depth of 7.51 meters from the ground surface. Round off to three decimal places. Selected Answer: 128.657
- A layer of stiff saturated clay is underlain by a layer of sand (Figure 9.5). The sand is under artesian pressure. Calculate the maximum depth of cut H in meters that can be made in the clay. H1=8.1m, H2=3.56m, ysat(????)=18.9 kn/m3A 1.15 m diameter pumping well penetrates vertically through a confined aquifer which is 42 m thick. While pumping at a rate of 2880 m3/day, the drawdown in an observation well 20 m away is 2.0 m. In another observation well, that is located 60m away, the drawdown is 0.45m. Initial piezometric level is 52m above the datum. Determine: The approximate head in the pumping well for steady state condition?The approximate drawdown in the pumping well ? The transmissivity of the aquifer ? The radius of influence of the pumping well?A 2‐ft diameter well penetrates vertically through a confined aquifer 50 ft thick. When the well is pumped at 500 gpm, the drawdown in a well 50 ft away is 10 ft and in another well 100 ft away is 3 ft.(a) What is the approximate head in the pumped well for steady‐state conditions, and what is the approximate drawdown in the well?(b) Compute the transmissivity. Take the initial piezometric level as 100 ft above the datum.
- 1. A confined aquifer is recharged by a continuous supply of water from the certain source. The average thickness of the aquifer was determined to be 18 m and the average width is 8 km. The hydraulic conductivity of the aquifer was obtained at 60 m/day and its void ratio is 0.1586. The piezometer heads in two wells 2,145m apart are 128 meters and 188 meters from a common reference datum. Determine: •compute the rate of flow through the aquifer in m3/day •compute the seepage velocity in m/day •compute the time of travel from the head of the aquifer to a point 8 km downstream in daysA confined aquifer is 18.5 m thick. The hydraulic head drops 2.99 m between two wellsthat are 823 m apart. If the hydraulic conductivity of the aquifer is 4.35 m/d, how many cubicmeters of water are moving through the aquifer per unit width?A aquifer of an medium to coarse grained sand aquifer. It is 12.19 thick and 1.61 km wide. This aquifer is covered by a confining unit of Quaternary clay deposit about 13.72 m thick beginning from the land surface. The difference in the hydraulic head between two observation wells 1.524 m apart is 3.05 m. The hydraulic conductivity of the aquifer is 20.44 m/d. What is the quantity of the ground water passing through a cross-section of this aquifer?
- A confined aquifer has a of recharge. K for the aquifer is 60 m/day, and n is 0.3. The piezometric head in two wells 1500 m apart is 70m and 60m respectively, from a common datum. The average thickness of the aquifer is 35m. Calculate the following. a. Volume discharged in 2 days in m3 Blank 1 b. Seepage velocity (cm/s) Blank 2Determine the required Magnitude and location from point B of the resultant of the Forces acting on the earthgravity Dam. Unit weight of soil is 20.3456 KN/m3and water is 9.8073 KN/m3, height of water at the upstream is 9.0m and on the downstream is 3.0 meters.A 2 ft diameter well penetrates vertically through a confined aquifer 50 ft thick. Whenthe well is pumped at 500 gpm in 1 day, the drawdown in a well 50 ft away is 10 ft andin another well 100 ft away is 3 ft. The storativity of aquifer is 0.0005. What is the valuefor transmissivity and drawdown? Note; the piezometric head is 100ft from datum.Combination of thiem & thies equation